Attachment_B_-_Plans.pdf

PDF 12 MB Posted Jun 24, 2019

Attached to: Mondeaux Recreation Site Restoration & Rehabilitation
Solicitation number: 12569R19B0005
Issued by: Department of Agriculture Forest Service R9-Eastern Region

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Attachment B

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File	Type	Posted
Attachment_A_-_Specifications.pdf	PDF	Jun 24, 2019
Attachment_D_-_Davis_Bacon_Wage_Determination_(Building).pdf	PDF	Jun 24, 2019
12569R19B0005.pdf	PDF	Jun 24, 2019
Attachment_C_-_Asbestos_Survey_and_Paint_Sampling_Report.pdf	PDF	Jun 24, 2019
Attachment_E_-_Davis_Bacon_Wage_Determination_(Highway).pdf	PDF	Jun 24, 2019

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PROJECT LOCATION

PROJECT SITE

VICINITY MAP:

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G001 COVER SHEET 5/17/2019

C101 EX. MONDEAUX RECREATION SITE PLAN 5/17/2019

C102 PROP. MONDEAUX RECREATION SITE PLAN 5/17/2019

C103 MONDEAUX RECREATION SITE GRADING DETAILS 5/17/2019

C104 EX. GLACIAL SPRING SITE PLAN 5/17/2019

C105 PROP. GLACIAL SPRING SITE PLAN 5/17/2019

C106 PROPOSED ON-SITE WASTEWATER PLAN 5/17/2019

C501 CIVIL DETAILS 5/17/2019

C502 CIVIL DETAILS & ELECTRICAL SITE PLAN 5/17/2019

C503 SEPTIC DETAILS 5/17/2019

C504 SEPTIC DETAILS 5/17/2019

C505 SEPTIC DETAILS 5/17/2019

C506 SEPTIC DETAILS 5/17/2019

G002 ARCHITECTURAL STANDARDS 5/17/2019

M001

MECHANICAL AND PLUMBING ABBREVIATIONS AND

SYMBOLS

5/17/2019

M501 MECHANICAL DETAILS 5/17/2019

M502 MECHANICAL DETAILS 5/17/2019

M601 MECHANICAL SCHEDULES 5/17/2019

P501 PLUMBING DETAILS 5/17/2019

P601 PLUMBING SCHEDULES 5/17/2019

E001 ELECTRICAL ABBREVIATIONS 5/17/2019

L-S101 EXISTING AND PROPOSED LODGE FOUNDATION PLANS 5/17/2019

L-A101 EXISTING LODGE FLOOR PLAN 5/17/2019

L-A102 PROPOSED LODGE FLOOR PLAN 5/17/2019

L-A201 LODGE ELEVATIONS 5/17/2019

L-A301 EXISTING LODGE BUILDING SECTIONS 5/17/2019

L-A302 PROPOSED LODGE BUILDING SECTIONS 5/17/2019

L-M100 EXISTING LODGE MECHANICAL PLAN 5/17/2019

L-M101 PROPOSED LODGE MECHANICAL PLAN 5/17/2019

L-M102 LODGE ROOF MECHANICAL PLAN 5/17/2019

L-P100 EXISTING LODGE PLUMBING PLAN 5/17/2019

L-P101 PROPOSED LODGE PLUMBING PLAN 5/17/2019

L-E100 EXISTING LODGE ELECTRICAL PLAN 5/17/2019

L-E101 PROPOSED LODGE ELECTRICAL LIGHTING PLAN 5/17/2019

L-E102 PROPOSED LODGE ELECTRICAL POWER PLAN 5/17/2019

L-E501 ELECTRICAL DETAILS 5/17/2019

L-E601 LODGE ELECTRICAL SCHEDULES 5/17/2019

Q-S101 QUARTERS FLOOR FRAMING PLAN 5/17/2019

Q-A101 QUARTERS FLOOR PLANS 5/17/2019

Q-A201 QUARTERS ELEVATIONS 5/17/2019

Q-A301 EXISTING & PROPOSED QUARTERS BUILDING SECTIONS 5/17/2019

Q-M101 QUARTERS MECHANICAL PLAN 5/17/2019

Q-P101 QUARTERS PLUMBING PLAN 5/17/2019

Q-E101 QUARTERS ELECTRICAL PLANS 5/17/2019

G-A101 GARAGE FLOOR PLAN 5/17/2019

G-A201 GARAGE ELEVATIONS 5/17/2019

G-P101 GARAGE PLUMBING PLAN 5/17/2019

G-E101 GARAGE ELECTRICAL PLAN 5/17/2019

SH-P100 SPRING HOUSE PIPING PLAN 5/17/2019

SH-A101 SPRING HOUSE 5/17/2019

MONDEAUX RECREATION SITE

FROM THE CHEQUAMEGON-NICOLET NATIONAL FOREST

HEADQUARTERS OFFICE, TRAVEL EAST ON N RIVER ROAD TO

WI-47 S TO US-8 W. TURN RIGHT ONTO WI-47 S FOR 46.6 MILES.

USE THE LEFT LANE TO TAKE THE WI-13 EXIT. CONTINUE ON

STATE HWY 13 S/WI-13 TRUNK S. FOR 13.3 MILES.TURN RIGHT

ONTO NORTH STREET FOR 6.4 MILES. TURN LEFT ONTO

MONDEAUX DRIVE FOR 1.1 MILES. CONTINUE STRAIGHT ONTO

PARK ROAD FOR 1.3 MILES TO REACH MONDEAUX DAM

RECREATION AREA IN WESTBORO, WI, 54490.

WISCONSIN

TAYLOR COUNTY

CHEQUAMEGON-NICOLET NATIONAL FOREST

(R09) EASTERN REGION

RESTORATION & REHABILITATION

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR

DATE

RO FACILITIES PROGRAM MANAGER

DATE

5/1 5/1

9 1 6:

\\S

R1 A\

-1

-U

W G\

-1 7-

-1

S-

FOREST HEADQUARTERS OFFICES

500 HANSON LAKE ROAD

RHINELANDER, WI 54501

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

DATE:ISSUED FOR:

1 2 3 4 5

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

MONDEAUX RECREATION

RESTORATION AND

REHABILITATION

USDA FOREST

SERVICE

W7969 PARK RD.

WESTBORO, WI

54490

65% REVIEW 12-7-18

U28-17435

ERB

JDMA

EX. MONDEAUX

RECREATION

SITE PLAN

C101

5-17-19FINAL

95% REVIEW 4-19-19

FINAL REVIEW 5-9-19

EX. MONDEAUX RECREATION SITE PLAN

LEGEND

AutoCAD SHX Text E

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SCALE: HORIZ.: 1" = 20'

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

TREE (DECIDUOUS)

AutoCAD SHX Text

TREE (CONIFER)

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

OVERHEAD ELECTRIC LINE

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text

EDGE OF CONCRETE

AutoCAD SHX Text

EDGE OF GRAVEL

AutoCAD SHX Text

EXISTING BITUMINOUS

AutoCAD SHX Text

EXISTING GRAVEL

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text

STORM LINE

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

FENCE LINE

AutoCAD SHX Text

GRILL

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

EX. BITUMINOUS (TO BE REMOVED)

AutoCAD SHX Text

REMOVE EX. GRAVEL SURFACE (TYP.)

AutoCAD SHX Text

REMOVE EX. GRAVEL SURFACE (TYP.)

AutoCAD SHX Text

REMOVE EX. BITUMINOUS SURFACE (TYP.)

AutoCAD SHX Text

EX. LODGE BUILDING

AutoCAD SHX Text

EX. QUARTERS BUILDING

AutoCAD SHX Text

EX. GARAGE BUILDING

AutoCAD SHX Text

EXISTING CONCRETE

AutoCAD SHX Text

EX. HORSESHOE PIT

AutoCAD SHX Text

EX. SAND BEACH AREA

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

EX. WOOD TIMBER BORDER

AutoCAD SHX Text

REMOVE & REPLACE EX. WOOD TIMBER STAIRS

AutoCAD SHX Text

(TO BE REMOVED)

AutoCAD SHX Text

(TO BE REMOVED)

AutoCAD SHX Text

REMOVE EX. CONCRETE SURFACE (TYP.)

AutoCAD SHX Text

REMOVE EX. CONCRETE SURFACE (TYP.)

AutoCAD SHX Text

REMOVE EX. WOOD PLATFORM

AutoCAD SHX Text

SAWCUT EX. HMA FOR PROP. CONCRETE APRON

AutoCAD SHX Text

EXISTING CONCRETE

AutoCAD SHX Text

EX. LEDGE TO REMAIN

AutoCAD SHX Text REMOVE EXISTING 32 IN. DIA. MAPLE TREE. EX. STUMP SHALL BE REMOVED 24 IN. BELOW SURFACE AND TOPSOIL, SEED & MULCH SHALL BE FLUSH WITH SURROUNDING AREA.

AutoCAD SHX Text

REMOVE EX. WOOD TIMBER STAIRS. TOPSOIL, SEED & MULCH IN ALL DISTURBED AREAS.

AutoCAD SHX Text

REMOVE EX. HMA SURFACE (TYP.)

AutoCAD SHX Text

REMOVE EX. HMA SURFACE FOR PROP. UGE LINES

AutoCAD SHX Text

SAWCUT EDGES

AutoCAD SHX Text

REMOVE EX. GRAVEL SURFACE TO PARKING LOT

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

DATE:ISSUED FOR:

1 2 3 4 5

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

MONDEAUX RECREATION

RESTORATION AND

REHABILITATION

54490

65% REVIEW 12-7-18

U28-17435

ERB

JDMA

PROP. MONDEAUX

RECREATION

C102

FINAL REVIEW 5-9-19

PROP. MONDEAUX RECREATION SITE PLAN

LEGEND

AutoCAD SHX Text E

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SCALE: HORIZ.: 1" = 20'

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

TREE (DECIDUOUS)

AutoCAD SHX Text

TREE (CONIFER)

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

OVERHEAD ELECTRIC LINE

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text

EDGE OF CONCRETE

AutoCAD SHX Text

EDGE OF GRAVEL

AutoCAD SHX Text

EXISTING BITUMINOUS

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text

STORM LINE

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

FENCE LINE

AutoCAD SHX Text

GRILL

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

EX. LODGE BUILDING

AutoCAD SHX Text

EX. QUARTERS BUILDING

AutoCAD SHX Text

EX. GARAGE BUILDING

AutoCAD SHX Text

PROP. 5' WIDE CONCRETE SIDEWALK (SEE DETAIL D2/C502)

AutoCAD SHX Text

SEE DETAIL C1/C103 FOR GRADING DETAILS

AutoCAD SHX Text

SEE DETAIL C3/C103 FOR GRADING DETAILS

AutoCAD SHX Text

SEE DETAIL A2/C103 FOR GRADING DETAILS

AutoCAD SHX Text PROP. 4" THICK CONCRETE SIDEWALK WITH 8" THICK TYPE A5, GRADE 1 BASE. SEE DETAIL D2/C502 (TYP.)

AutoCAD SHX Text

PROP. SPOT ELEVATION (TYP.)

AutoCAD SHX Text

PROP. GRADE (TYP.)

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

CONCRETE SIDEWALK & PATIO CROSS-SLOPES

AutoCAD SHX Text

SHALL NOT EXCEED 2%%%.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text

CONCRETE SIDEWALK RUNNING SLOPES

AutoCAD SHX Text

SHALL NOT EXCEED 5%%%.

AutoCAD SHX Text PROP. 4" THICK CONCRETE SIDEWALK WITH 8" THICK TYPE A5, GRADE 1 BASE. SEE DETAIL D2/C502 (TYP.)

AutoCAD SHX Text 4.

AutoCAD SHX Text

CONCRETE SIDEWALK SHALL HAVE EXPOSED AGGREGATE

AutoCAD SHX Text

FINISH. A 10' LONG PORTION OF SIDEWALK SHALL BE

AutoCAD SHX Text

COMPLETED AND APPROVED BY THE FOREST SERVICE

AutoCAD SHX Text

REPRESENTATIVE BEFORE MORE CONCRETE SIDEWALK IS

AutoCAD SHX Text

POURED. (SEE SPECIFICATIONS)

AutoCAD SHX Text 6.

AutoCAD SHX Text

TOPSOIL, SEED & MULCH SHALL BE PLACED IN ALL

AutoCAD SHX Text

DISTURBED AREAS THROUGHOUT SITE PER SPECIFICATIONS.

AutoCAD SHX Text 3.

AutoCAD SHX Text

ALL CONCRETE SIDEWALKS THAT EXCEED CROSS-SLOPE

AutoCAD SHX Text

& RUNNING SLOPE LIMITS SHALL BE REMOVED AND

AutoCAD SHX Text

REPLACED BY THE CONTRACTOR WITH NO ADDITIONAL COST

AutoCAD SHX Text

TO THE OWNER.

AutoCAD SHX Text

SEE DETAIL B4/C501 FOR ROOF DRAIN PIPING DETAILS

AutoCAD SHX Text

EXISTING CONCRETE

AutoCAD SHX Text

PROP. CONCRETE

AutoCAD SHX Text REPLACE EACH TIMBER STAIR IN-PLACE (9 EA.) W/ 4"x8"x4' PRESSURE TREATED TIMBER (SEE DETAIL D1/C502)

AutoCAD SHX Text

PROP. CONCRETE APRON IN FRONT OF GARAGE SHALL BE 6" THICK W/ 8" AGG. BASE

AutoCAD SHX Text 7.

AutoCAD SHX Text

THE SLOPE FROM THE EDGE OF PROP. CONCRETE SIDEWALKS

AutoCAD SHX Text

TO MATCH EXISTING GRASS SURFACE SHALL NOT EXCEED

AutoCAD SHX Text

A +/- 1/4 GRADE (25%%%).

AutoCAD SHX Text

PROP. HMA PATCH FOR PROP. UGE LINES (1 LIFT - 2.5" THICK)

AutoCAD SHX Text

SEE DETAIL B2/C502 FOR SITE ELECTRICAL PLANS

AutoCAD SHX Text

SEE DETAIL B2/C502 FOR SITE ELECTRICAL PLANS

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text 5.

AutoCAD SHX Text

PLACE CONCRETE EXPANSION JOINTS AT 20' INTERVALS &

AutoCAD SHX Text

SAW CUT JOINTS AT 5' INTERVALS FOR SIDEWALKS.

AutoCAD SHX Text

PROP. 5' WIDE CONCRETE SIDEWALK (SEE DETAIL D2/C502)

REMOVE BOULDERS IN PATH OF PROP. SIDEWALK

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

DATE:ISSUED FOR:

1 2 3 4 5

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

MONDEAUX RECREATION

RESTORATION AND

REHABILITATION

54490

65% REVIEW 12-7-18

U28-17435

ERB

JDMA

MONDEAUX RECREATION

SITE GRADING

DETAILS

C103

FINAL REVIEW 5-9-19

LEGEND

QUARTER SIDEWALK GRADING DETAIL

LODGE PATIO & SIDEWALK GRADING DETAIL

BEACH ACCESS SIDEWALK GRADING DETAIL

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

TREE (DECIDUOUS)

AutoCAD SHX Text

TREE (CONIFER)

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

OVERHEAD ELECTRIC LINE

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text

EDGE OF CONCRETE

AutoCAD SHX Text

EDGE OF GRAVEL

AutoCAD SHX Text

EXISTING BITUMINOUS

AutoCAD SHX Text

EXISTING GRAVEL

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text

STORM LINE

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

FENCE LINE

AutoCAD SHX Text

GRILL

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

PROP. BITUMINOUS

AutoCAD SHX Text

SCALE: HORIZ.: 1" = 10'

AutoCAD SHX Text

EX. QUARTERS BUILDING

AutoCAD SHX Text

EX. GARAGE BUILDING

AutoCAD SHX Text

SCALE: HORIZ.: 1" = 10'

AutoCAD SHX Text

SCALE: HORIZ.: 1" = 10'

AutoCAD SHX Text

EX. BEACH ACCESS TRAIL

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

CONCRETE SIDEWALK & PATIO CROSS-SLOPES

AutoCAD SHX Text

SHALL NOT EXCEED 2%%%.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text

CONCRETE SIDEWALK RUNNING SLOPES

AutoCAD SHX Text

SHALL NOT EXCEED 5%%%.

AutoCAD SHX Text 3.

AutoCAD SHX Text

CONCRETE SIDEWALK SHALL HAVE EXPOSED AGGREGATE

AutoCAD SHX Text

FINISH. A 10' LONG PORTION OF SIDEWALK SHALL BE

AutoCAD SHX Text

COMPLETED AND APPROVED BY THE FOREST SERVICE

AutoCAD SHX Text

REPRESENTATIVE BEFORE MORE CONCRETE SIDEWALK IS

AutoCAD SHX Text

POURED. (SEE SPECIFICATIONS)

AutoCAD SHX Text SEE DETAIL 3C/Q-A101 FOR ABA DOOR ENTRANCE THRESHOLD DETAILS. SEE DETAIL 4A/Q-A101 FOR ABA MANEUVERING SPACE REQUIREMENTS.

SEE DETAIL 3/L-A102 FOR ABA DOOR ENTRANCE THRESHOLD DETAILS.

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

DATE:ISSUED FOR:

1 2 3 4 5

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

MONDEAUX RECREATION

RESTORATION AND

REHABILITATION

54490

65% REVIEW 12-7-18

U28-17435

ERB

JDMA

EX. GLACIAL

SPRING

C104

FINAL REVIEW 5-9-19

LEGEND

EX. GLACIAL SPRING SITE PLAN

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

TREE (DECIDUOUS)

AutoCAD SHX Text

TREE (CONIFER)

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

OVERHEAD ELECTRIC LINE

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text

EDGE OF CONCRETE

AutoCAD SHX Text

EDGE OF GRAVEL

AutoCAD SHX Text

EXISTING BITUMINOUS

AutoCAD SHX Text

EXISTING GRAVEL

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text

STORM LINE

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

FENCE LINE

AutoCAD SHX Text

GRILL

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

SCALE: HORIZ.: 1" = 10'

AutoCAD SHX Text

EX. WELL STRUCTURE TO REMAIN

AutoCAD SHX Text

REMOVE EX. WATER DRAIN/SPLASH PAD

AutoCAD SHX Text

REMOVE EX. WATER FOUNTAIN STRUCTURE

AutoCAD SHX Text

REMOVE EX. WOOD TIMBER RETAINING WALL

AutoCAD SHX Text

REMOVE EX. WOOD TIMBER STAIRS

AutoCAD SHX Text

REMOVE EX. GRAVEL SURFACE (TYP.)

AutoCAD SHX Text

EX. GRAVEL DRIVE ROAD TO REMAIN

AutoCAD SHX Text

REMOVE EX. WOOD TIMBER RETAINING WALL

AutoCAD SHX Text

EX. BITUMINOUS (TO BE REMOVED)

AutoCAD SHX Text

REMOVE EX. 4" PVC STM PIPING

AutoCAD SHX Text

REMOVE EX. SIGN & PROVIDE TO OWNER (USDA FOREST SERVICE)

AutoCAD SHX Text

EXISTING GRAVEL

AutoCAD SHX Text

(TO BE REMOVED)

AutoCAD SHX Text

REMOVE EX. GRAVEL SURFACE (TYP.)

REMOVE EX. 8" STM CULVERT

HOUGHTON, MI 49931

(906) 482-4810

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

DATE:ISSUED FOR:

1 2 3 4 5

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

MONDEAUX RECREATION

RESTORATION AND

REHABILITATION

54490

65% REVIEW 12-7-18

U28-17435

ERB

JDMA

PROP. GLACIAL

SPRING

C105

FINAL REVIEW 5-9-19

LEGEND

PROP. GLACIAL SPRING SITE PLAN

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

TREE (DECIDUOUS)

AutoCAD SHX Text

TREE (CONIFER)

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

OVERHEAD ELECTRIC LINE

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text

EDGE OF CONCRETE

AutoCAD SHX Text

EDGE OF GRAVEL

AutoCAD SHX Text

EXISTING BITUMINOUS

AutoCAD SHX Text

EXISTING GRAVEL

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text

STORM LINE

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

GRILL

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

SCALE: HORIZ.: 1" = 10'

AutoCAD SHX Text

PROP. SPRING SHED WITH RAMP

AutoCAD SHX Text

PROP. PARKING SPOTS (3 EA.)

AutoCAD SHX Text

PROP. ACCESSIBLE GRAVEL SURFACE, BASE & SUBBASE. SEE DETAIL (C4/C501)

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

PROP. ACCESSIBLE

AutoCAD SHX Text

GRAVEL SURFACE

AutoCAD SHX Text

PROP. WOOD SPLIT RAIL FENCE

AutoCAD SHX Text

PROP. WOOD SPLIT RAIL FENCE (SEE DETAIL B1/C501)

AutoCAD SHX Text

SEE DETAIL C2/C501 FOR GRADING DETAILS

AutoCAD SHX Text PROP. UNDERGROUND WATER PIPING (1-1/4" TYPE K COPPER) TO SPRING SHED W/ MIN. 4' OF COVER.

AutoCAD SHX Text

SLOPE DITCH TO DRAIN TO CULVERT

AutoCAD SHX Text 3.

AutoCAD SHX Text

TOPSOIL, SEED & MULCH SHALL BE PLACED IN ALL

AutoCAD SHX Text

DISTURBED AREAS THROUGHOUT SITE PER SPECIFICATIONS.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text

ACCESSIBLE GRAVEL SURFACE SHALL NOT

AutoCAD SHX Text

EXCEED A 2%%% SLOPE IN ANY DIRECTION.

AutoCAD SHX Text 2.

AutoCAD SHX Text

SURFACE: 3" THICK, 3/8" MINUS CRUSHED AGGREGATE SURFACE, TYPE A7.

AutoCAD SHX Text

BASE: 6" THICK AGGREGATE BASE, TYPE A2.

AutoCAD SHX Text

SUBBASE: 12" COMPACTED SAND BASE, TYPE A5.

AutoCAD SHX Text

PROP. WOOD SPLIT RAIL FENCE (SEE DETAIL B1/C501)

AutoCAD SHX Text

PROP. CONCRETE

AutoCAD SHX Text

PROP. SPRING SHED SLOPED SPLASH PAD. SEE DETAIL A4/C501

AutoCAD SHX Text

CONN. TO EX. WATER PIPING & INSTALL VALVE. (SEE PG. SH-P100)

AutoCAD SHX Text

18" CULVERT INLET, INVERT = 1398.00

AutoCAD SHX Text PROP. 50.5 LF OF 18" STM CPP CULVERT (ADS N-12 OR APPROVED EQUAL) (SEE DETAIL D4/C502)

AutoCAD SHX Text

18" CULVERT OUTLET, INVERT = 1397.00

AutoCAD SHX Text

REMOVE & REPLACE GRAVEL ROAD SURFACE

AutoCAD SHX Text PROVIDE 5'x5' OF TYPE A4, LIGHT RIPRAP AT BOTH THE CULVERT INLET AND OUTLET.

PROP. 54" HIGH CULVERT MARKER. (MODEL: SH248GP3-WS BY SAFE-HIT OR APPROVED EQUAL)

T a n k

DAM

UNITED STATES OF AMERICA

NW1/4,Sec.24,T33N,R1W

Town of Westboro, Taylor County

Approx. Old

Approx. Area Old

Septic Trenches

Box

Top Edge of

Steep Slope

This is not a certified survey map

Legend:

Soil Pits

Flags

El. = 1399.46

BM Top of Well

Project:

Email: Starenvironmental@hotmail.com

Fax: (715) 443-6108

Phone: (715) 443-6115

PO Box 434 Marathon, WI 54448

Star Environmental, Inc.

Created By:

Top Edge of

Steep Slope

Vent

Pole

Light Trail

Walking

E n t r a n c e

D r i v e

Parking

Lot

Pole

Light

Approx.

Utility Line

Top Edge of

Steep Slope

Electric

Approx.

Utility Line

Diversion Chamber

Bench

Wood Post

Trail

Walking

#* Soil Pits Previously

Evaluated

-262 Bathroom visits x 3.5 gal = 917 gal/wk EWF

Calculations:

917 gal/wk x 1.5 = 1,375.5 gal/wk DWF

-138 Showers x 10 gal = 1,380 gal/wk EWF

1,380 gal/wk EWF x 1.5 = 2,070 gal/wk DWF

Special Events:

-250 Bathroom visits x 3.5 gal = 875 gal/wk EWF

875 gal/wk x 1.5 = 1,312.5 gal/wk DWF

Kitchen Contributions:

-350 meals/wk x 20 gal = 7,000 gal/wk EWF

7,000 gal/wk x 1.5 = 10,500 gal/wk DWF

Additional:

-3 Floor Drains x 25 gal = 75 gal EWF

75 gal x 1.5 = 112.5 gpd DWF

Total:

(1,375.5 + 2,070 + 10,500) / 7 days = 1,992.22 gal per day DWF

1,992.22 + 1,312.5 + 112.5 = 3,417.22 gallons DWF Total

30" Spruce

Cedar

8" Oak

White

Pine

Black

Cherry

2-3x65' Cells

8-3' x 125' Cells

Existing Tank and

Note:

drainfield must be located prior to installation

B*: Existing 5,000 gallon Septic Tank to be Removed.

A*: Existing 4" Line (30 feet) to be Removed.

All Tanks must be >25' from all Well

All Cells must be >50' from all Wells

Setbacks:

Install New 7,700 gallon Septic Tank in Same Location w/Same Invert Elev.

New Tank shall be Weiser Concrete model: W7700 (or approved equal).

Install Effluent Filter in new 7,700 gallon Tank.

Effluent Filter shall be Polylok 525 (or approved equal).

C*: 4" Approved

Schedule 40 PVC (65 feet) Installed @ 2% min. slope

D*: Distribution Box to accomodate 8 Lines (plus 1 for inlet)

Lodge Building

Quarters Building

E*: Existing 4" Line (15 feet) to be Removed.

F*: Approximated Area of Existing Septic

Remove existing Septic Tank.

G*: 4" Approved

-Exact location of Cabin Tank and existing septic must be located.

Notes:

per Wisconsin State Code SPS 384-Table 384.30-3

Schedule 40 PVC (75 feet) Installed @ 2% min. slope

-End of Each Cell to be capped with Infiltrator 4" cap

Ex.

Quarters

Bldg.

Ex.

Lodge

Bldg.

-All Trees In Drainfield Area Shall Be Removed Prior to

Construction , Plumber Shall Determine If Entire Stump

Shall Be Removed or Just Roots.

TUF TITE Distribution Box or Equal

Proposed Cleanout, field verify exact location with owner

*Existing Drainfield to be abandoned in place

Install New 1,000 gallon Septic Tank in Same Location

New Tank shall be Weiser Concrete model: WLP 1000-FDL (or approved equal)

Invert Elev. 1395.41, Field Verify

Install Effluent Filter in new 1,000 gallon Tank.

Effluent Filter shall be Polylok 525 (or approved equal).

-Contractor shall Remove all Excess Soils Offsite

-Contractor shall Submit to Owner for Approval all Major Septic

System Components and Invert Elevations of All system Components

Cedar

Prop. Split Rail

Fence 2-Sections

Install New 4" SCH 40 PVC Pipe.

per Wisconsin State Code SPS 384-Table 384.30-3 prior to installation.

Tree Quantity may be Inaccurate. Tree sizes vary greatly.

Contractor responsible for removing trees and vegetation as needed to install new system.

1 2 3 4 5

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

DATE:ISSUED FOR:

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

MONDEAUX RECREATION

RESTORATION AND

REHABILITATION

USDA FOREST

SERVICE

W7969 PARK RD.

WESTBORO, WI

54490

U28-19435

CLH

MEP

PROPOSED

ON-SITE

WASTEWATER PLAN

C106

95% REVIEW 04/19/19

REVISED 95% REVIEW 05/09/19

FINAL 05/17/19

HOUGHTON, MI 49931

(906) 482-4810

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

DATE:ISSUED FOR:

1 2 3 4 5

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

MONDEAUX RECREATION

RESTORATION AND

REHABILITATION

54490

65% REVIEW 12-7-18

U28-17435

ERB

JDMA

CIVIL DETAILS

C501

FINAL REVIEW 5-9-19

PROP. GLACIAL SPRING GRADING DETAIL C4

PROP. GLACIAL SPRING PARKING AREA PROFILE

SPLIT RAIL FENCE DETAIL

ROOF DRAIN PIPING RUNOFF DETAIL

SPRING HOUSE CONCRETE DRAIN PAD DETAIL

STORM SEWER CLEANOUT DETAIL

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text

ACCESSIBLE GRAVEL SURFACE SHALL NOT

AutoCAD SHX Text

EXCEED A 2%%% SLOPE IN ANY DIRECTION.

AutoCAD SHX Text 2.

AutoCAD SHX Text

SURFACE: 3" THICK, 3/8" MINUS CRUSHED AGGREGATE SURFACE, TYPE A7.

AutoCAD SHX Text

BASE: 6" THICK AGGREGATE BASE, TYPE A2.

AutoCAD SHX Text

SUBBASE: 12" COMPACTED SAND BASE, TYPE A5.

AutoCAD SHX Text

EX. GRAVEL ROAD SURFACE & BASE

AutoCAD SHX Text

SLOPE PER PLAN

AutoCAD SHX Text

PROP. 12" SAND SUBBASE (TYPE A5)

AutoCAD SHX Text

PROP. 6" AGGREGATE BASE (TYPE A2)

AutoCAD SHX Text

PROP. 3" CRUSHED AGGREGATE ACCESSIBLE SURFACE. (TYPE A7)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text

SPLIT RAIL POSTS AND RAILS SHALL BE MADE OF CEDAR MATERIAL.

AutoCAD SHX Text 2.

AutoCAD SHX Text

POSTS: SHALL BE 18" GIRTH AND 78" IN HEIGHT FOR 3-RAIL SYSTEM.

AutoCAD SHX Text

POSTS SHALL BE BURIED 30" INTO GROUND.

AutoCAD SHX Text

END POSTS SHALL HAVE 12 DIA. CONCRETE FOOTING EXTENDING

AutoCAD SHX Text

AT LEAST 24" UNDER GROUND SURFACE.

AutoCAD SHX Text

LINE POSTS DO NOT REQUIRE CONCRETE FOOTINGS.

AutoCAD SHX Text 3.

AutoCAD SHX Text

RAILS: 3-RAIL "AMERICAN STYLE" SPLIT RAIL SYSTEM SHALL BE INSTALLED

AutoCAD SHX Text

PER MANUFACTURE RECOMMENDATIONS.

AutoCAD SHX Text

SCALE: HORIZ.: 1" = 10'

AutoCAD SHX Text

6" PVC 45° FITTING(TYP.)

AutoCAD SHX Text

6" PVC SDR 26 PIPE (TYP.)

AutoCAD SHX Text 6"x8" REDUCER FITTING & 8"x6" WYE FITTING

AutoCAD SHX Text

8" PVC SDR 35 PIPE (TYP.)

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 1.

AutoCAD SHX Text

ALL PIPE FROM A SINGLE DROP-IN GRATE SHALL BE 6" PVC SDR 26 &

AutoCAD SHX Text 6" NYLOPLAST DROP-IN GRATE, INSTALLED FLUSH WITH CONCRETE SURFACE, DIRECTLY ROOF DRAIN GUTTER DISCHARGE. (TYP.) (TOTAL = 4 EA.)

AutoCAD SHX Text

6" 90° FITTING LOCATED UNDERDROP-IN GRATE TO SET PIPE INVERT AT 1396.80'.

AutoCAD SHX Text

PIPE SLOPE = " PER 1' 14" PER 1' (OR 2.08%)

AutoCAD SHX Text

8" STM PIPE DISCHARGE, INVERT = 1392.84'

AutoCAD SHX Text 8"x6" WYE FITTING (TYP.)

AutoCAD SHX Text

8" PVC SDR 35 WHEN DOWNSTREAM OF 2 OR MORE ROOF DRAIN CONNECTIONS.

AutoCAD SHX Text 2.

AutoCAD SHX Text

ALL FITTINGS SHALL BE 45%%D PVC FITTINGS TO CHANGE DIRECTION OF PIPE EXCEPT

AutoCAD SHX Text

FOR 90%%D FITTINGS DIRECTLY UNDER DROP-IN GRATES.

AutoCAD SHX Text 3.

AutoCAD SHX Text

SLOPE OF ALL PIPE SHALL BE 1/4" PER 1' (~2.08%%%).

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

ELEVATION = 1400.35

AutoCAD SHX Text

ELEVATION = 1400.35

AutoCAD SHX Text

ELEVATION = 1400.35

AutoCAD SHX Text

ELEVATION = 1400.35

AutoCAD SHX Text

ELEVATION = 1400.35

AutoCAD SHX Text

ELEVATION = 1400.35

AutoCAD SHX Text

ELEVATION = 1400.35

AutoCAD SHX Text

ELEVATION = 1400.20

AutoCAD SHX Text

THICKENED EDGE SLAB ON ALL 4 SIDES W/ (2) CONT. #3 BAR AS SHOWN, LAP 12"

AutoCAD SHX Text

8" CONC. PAD W/ 6X6X10 WWF (4000 PSI AIR ENTRAINED)

AutoCAD SHX Text

8" COMPACTED TYPE A5, GRADE 1 BASE

AutoCAD SHX Text

PARKING AREA PROFILE (SEE DETAIL C4/C501)

AutoCAD SHX Text

4" TOPSOIL

AutoCAD SHX Text

ELEVATION = 1400.25

AutoCAD SHX Text

6" CLEANOUT (SEE DETAIL A1/C501)

AutoCAD SHX Text

6" CLEANOUT IN EACH DIRECTION (2 EA.) (SEE DETAIL A1/C501)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

6" PVC STORM PIPE

AutoCAD SHX Text

FINISH GRADE(LAWN/GRASS AREA)

AutoCAD SHX Text

1/4" PER FT. SLOPE

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

FEMALE ADAPTER WITH THREADED CLEANOUT PLUG.

AutoCAD SHX Text IN GRASS OR GRAVEL LOCATIONS ATTACH LOCATOR MAGNET "DEEP-1" BY BERNTSEN, INC. OR APPROVED EQUAL TO RISER PIPE.

AutoCAD SHX Text

STANDARD SANITARY BENDS AS REQUIRED (45° BENDS)

6" PVC STORM PIPE

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

DATE:ISSUED FOR:

1 2 3 4 5

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

MONDEAUX RECREATION

RESTORATION AND

REHABILITATION

54490

65% REVIEW 12-7-18

U28-17435

ERB

JDMA

CIVIL DETAILS

& ELECTRICAL

C502

FINAL REVIEW 5-9-19

TIMBER STAIR DETAIL

TYPICAL CONCRETE SIDEWALK/PATIO DETAIL

MONDEAUX ELECTRICAL SITE PLAN

TYPICAL TRENCH DETAIL

AutoCAD SHX Text E

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 4"x8"x4' PRESSURE

AutoCAD SHX Text

TREATED TIMBER

AutoCAD SHX Text

6" COMPACTED TYPE A5,

AutoCAD SHX Text

4" TOPSOIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

GRADE 1 BASE

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text

#4 REBAR, 2' LONG

AutoCAD SHX Text

(2 EA.)

AutoCAD SHX Text

#4 REBAR, 2' LONG

AutoCAD SHX Text

(2 EA.)

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

PROFILE VIEW

AutoCAD SHX Text 4"x8"x4' PRESSURE

AutoCAD SHX Text

TREATED TIMBER

AutoCAD SHX Text

MATCH PLAN WIDTH, 4' MIN.

AutoCAD SHX Text

4" CONCRETE

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

8" COMPACTED TYPE A5,

AutoCAD SHX Text 6x6 W2.9xW2.9 WWF

AutoCAD SHX Text

4" TOPSOIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

GRADE 1 BASE

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text

MAX. GRADE OF

AutoCAD SHX Text

1/4 TO MATCH

AutoCAD SHX Text

EX. SURFACE

AutoCAD SHX Text

MAX. GRADE OF

AutoCAD SHX Text

1/4 TO MATCH

AutoCAD SHX Text

EX. SURFACE

AutoCAD SHX Text

SCALE: HORIZ.: 1" = 10'

AutoCAD SHX Text

PROP. NEW LIGHTING CIRCUIT, POLE & LIGHT

AutoCAD SHX Text

EX. LODGE BUILDING

AutoCAD SHX Text

EX. QUARTERS BUILDING

AutoCAD SHX Text

EX. GARAGE BUILDING

AutoCAD SHX Text

PROP. NEW LIGHTING CIRCUIT, POLE & LIGHT

AutoCAD SHX Text

PROP. NEW ELECTRICAL FEEDERS TO QUARTERS AND GARAGE

AutoCAD SHX Text

EX. PAD-MOUNT TRANSFORMER

AutoCAD SHX Text

EX. LIGHT POLES. PROVIDE NEW LED LIGHT & ARM.

AutoCAD SHX Text

AC UNIT

AutoCAD SHX Text

PROP. NEW ELECTRICAL SERVICE METER & PANELS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

COMPACTED GRANULAR BEDDING MATERIAL (TYPE A5), COMPACTED TO 95%.

AutoCAD SHX Text

12" ADS N-12 CPP

AutoCAD SHX Text

OR APPROVED EQUAL

AutoCAD SHX Text

EXISTING ROAD

AutoCAD SHX Text

STRUCTURE MATERIAL

REMOVE & REPLACE GRAVEL ROAD SURFACE 8" THICK ABOVE TRENCH (TYPE A3).

Lodge Building

NOTE:

PRODUCT CONFIGURATION AND INSTALLATION

DEPTH MUST COMPLY WITH APPLICABLE

REGULATORY REQUIREMENTS.

36" MIN.

TRENCH

WIDTH

NATIVE BACKFILL

6" MIN. COVER

OR PER CODE

ESTABLISH

VEGETATIVE COVER

12" EZflow

BUNDLE (TYP.)

FILTER FABRIC

(within bundle)

4" PERFORATED

PIPE

12"

1 2 3 4 5

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

DATE:ISSUED FOR:

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

MONDEAUX RECREATION

RESTORATION AND

REHABILITATION

USDA FOREST

SERVICE

W7969 PARK RD.

WESTBORO, WI

54490

U28-19435

CLH

MEP

SEPTIC DETAILS

C503

95% REVIEW 04/19/19

REVISED 95% REVIEW 05/09/19

FINAL 05/17/19

Observation Pipe (typ.)

Vent (typ.)

18" min.

PIPING SHALL BE SCH 40 PVC

AutoCAD SHX Text

EZFLOW TRENCH DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

EZFLOW VENT DETAIL

N.T.S.

Lodge Building Conventional Cross Section & Plan View, continued

Inlet From Lodge Septic Tank

Observation Pipe (typ.)

BACKFILL MATERIALS CLEAN FILL,

FREE OF ROCKS 3" OR LARGER

COMPACT TO 95% MAX DENSITY

2" MIN. UNDERCUT

SHAPE TO FIT

PIPE BARREL

6" MIN COVER

I N

HAND PLACED AND COMPACTED

CLASS II GRANULAR MATERIAL WITH

NO ROCKS LARGER THAN 1" DIA.

COMPACT TO 95% MAX DENSITY 12"

MAXIMUM LIFT

24" MIN.

1 2 3 4 5

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

DATE:ISSUED FOR:

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

MONDEAUX RECREATION

RESTORATION AND

REHABILITATION

USDA FOREST

SERVICE

W7969 PARK RD.

WESTBORO, WI

54490

U28-19435

CLH

MEP

SEPTIC DETAILS

C504

95% REVIEW 04/19/19

REVISED 95% REVIEW 05/09/19

FINAL 05/17/19

Gallons Per Day (gpd)

Soil Loading Rate\

Absortion Area Required

Chamber Manufacturer

Chamber Model

EISA per Chamber

# of Chambers per Cell

EISA Proposed

EISA Required

Cell Width (A) (ft)

Cell Length (B) (ft)

Distance Between Cells (ft)

Observation Pipe

Vent

3417.22

0.7

4881.7

Infiltrator

EZ Flow

5'=25' sq ft, 10'=50sq ft

12-10' & 1-5'

5000.0

4881.7

16 Total

2 Total

EISA - Equivelent Infiltrative Surface Area

Two Schedule 40 observation Pipes per cell; 4" diameter bottom to be open with lower 6" to have 1/4" to 1/2" slots, anchored, extend 18" above grade with a water tight cap, located

1/5 to 1/10 of the B dimension from cell ends per component manual

*TRENCHES SHALL BE INSTALLED WITH A 2"-3" DROP

FROM END TO END.

Distrubution Box

Vent (typ.) Field Locate

AutoCAD SHX Text

PIPE BEDDING DETAIL

AutoCAD SHX Text

FOR FORCE MAIN AND TANK PIPING

N.T.S.

Quarters Building

1 2 3 4 5

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

DATE:ISSUED FOR:

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

MONDEAUX RECREATION

RESTORATION AND

REHABILITATION

USDA FOREST

SERVICE

W7969 PARK RD.

WESTBORO, WI

54490

U28-19435

CLH

MEP

SEPTIC DETAILS

C505

95% REVIEW 04/19/19

REVISED 95% REVIEW 05/09/19

FINAL 05/17/19

Gallons Per Day (gpd)

Soil Loading Rate\

Absortion Area Required

Chamber Manufacturer

Chamber Model

EISA per Chamber

# of Chambers per Cell

EISA Proposed

EISA Required

Cell Width (A) (ft)

Cell Length (B) (ft)

Distance Between Cells (ft)

Observation Pipe

Vent

0.7

642.9

Infiltrator

EZ Flow

5'=25' sq ft, 10'=50sq ft

6-10' & 1-5'

650.0

642.9

4 Total

1 Total

EISA - Equivelent Infiltrative Surface Area

Two Schedule 40 observation Pipes per cell; 4" diameter bottom to be open with lower 6" to have 1/4" to 1/2" slots, anchored, extend 18" above grade with a water tight cap, located

1/5 to 1/10 of the B dimension from cell ends per component manual

Observation Pipe (typ.)

Vent (typ.) Field Locate

(see below)

Non-Corrosive

Bar (3/8" min. dia.)

(10" min. length)

Place the observation pipe between two units

(see cross section)

18"

SCH 40 PVC HEADER

Observation Pipe (typ.)

Vent (typ.)

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

DATE:ISSUED FOR:

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

MONDEAUX RECREATION

RESTORATION AND

REHABILITATION

USDA FOREST

SERVICE

W7969 PARK RD.

WESTBORO, WI

54490

U28-19435

CLH

MEP

SEPTIC DETAILS

C506

95% REVIEW 04/19/19

REVISED 95% REVIEW 05/09/19

FINAL 05/17/19

POLY LOCK 525

EFFLUENT FILTER

(OR EQUAL)

POLY LOCK 525

EFFLUENT FILTER

(OR EQUAL)

CONTRACTOR SHALL PROVIDE

LOCKABLE MANHOLE COVER

(TYP.)

CONTRACTOR SHALL PROVIDE

LOCKABLE MANHOLE COVER

(TYP.)

NOTE:

CONTRACTOR SHALL SUBMIT SEPTIC TANK SHOP DRAWINGS

TO THE COR FOR REVIEW AND APPROVAL PRIOR TO ORDERING TANKS

TANKS SHALL HAVE LOCKABLE MANHOLE COVERS ON EACH RISER.

FLUSH CONTROLS ON

APPROACH SIDE OF TOILET

42"12"

7" -9" H.

" M

" S

" M

15" MIN.

" S

" H

16"- 18"

39"- 41"

VERT. GRAB BAR

1-1/2"Ø GRAB BAR w/

1-1/2" GAP FROM WALL (TYP)

TOILET PAPER

MOUNTING AREA

VERT. GRAB

BAR

WATER CLOSET SIDE WALL WATER CLOSET BACK WALL

12"24"

MIN. MIN.

URINAL

LAVATORY OR VANITY SINK

COUNTER WHERE

OCCURS

ACCESSIBLE SINK

BOWL

N9"

MIN

11"

OFFSET

WASTE

" M

KNEE

CLEARANCE

WALL-MOUNTED ACCESSORIES

PAPER

TOWEL &

OTHER

DISPENSERS

CLOTHES

HOOKS

" A

SHELF

WASTE

RECEPTACLE

HAND

DRYER

DRINKING FOUNTAINS

HIGH-

LOW

4" M

" M

17" MIN.

9" M

11" MIN.

" M

8" MIN.

CONTROL

AREA

MAX.PLACEMENT

FROM C.L. OF WALL

TRANSFER TYPE SHOWER

" M

1/2 " M

15" 15"

" S

SHOWER

SEAT

ROLL-IN TYPE SHOWER

60" MIN.

HOSE

LENGTH

12"

STAIR RAMP

TYPICAL RAMP & STAIR RAILINGS

12"

1 1/2"

TYPICAL SECTION

1 1 /2"

1. ENDS OF HANDRAILS SHALL RETURN TO WALL.

2. PROVIDE HANDRAILS ON BOTH SIDES OF STAIR OR RAMP.

3. HANDRAILS SHALL BE CIRCULAR IN CROSS-

SECTION w/ 1-1/2" TO 2" OUTSIDE DIAMETER.

SIGNAGE AND DOOR HARDWARE

TEXT

LIN

8" MIN

" M

MIRROR

TEXT

MOUNT SIGNAGE ON

LATCH SIDE OF DOOR

MAX.PLACEMENT

FROM C.L. OF WALL

15" 15"

60" MIN.

HOSE

LENGTH

16" 27"

CONTROL

AREA

" M

RIM OF TUB

CONTROL

AREA

- 6

" M

TUB

FEC FE AND

WALL

BRACKET 3'

0" B

F 4'

5/ 8"

B F

4"1'

SHELVING

BACKSPLASH

WALL AND BASE CABINETS

"-4 8"

LOCKSET/LATCH

LOCATION

HARDWARE

LEVER BF

MOUNTING HEIGHTS

REAR WALL CONTROL WALL

REAR WALL OPEN SIDE

A301

BUILDING SECTION

A301

WALL SECTION

A301

DETAIL SECTION

DETAIL NUMBER

SHEET NUMBER

ABBREVIATIONS

A201

ELEVATION

ELEVTION

NUMBER

SHEET NUMBER

A301

CALLOUT

DETAIL NUMBER

SHEET NUMBER

1 TITLE

1/8" = 1'-0"

DETAIL NAMEDETAIL NUMBER

DETAIL SCALE

TAG IDENTIFICATION

DOOR IDENTIFICATION NUMBER

WINDOW IDENTIFICATION NUMBER

OFFICE ROOM IDENTIFICATION NUMBERROOM NAME

ROOM NUMBER

SHEET/ DETAIL NAVIGATION MARKS

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

DATE:ISSUED FOR:

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

-1

-U

S C

N N

F M on do

Bo ul de r 1 7\

D w gs \M on de au x_ ba se

_D W

G \U

-1

S- M on de au x_

Lo dg e_ Ba se .rv t

:4 9:

G002

ARCHITECTURAL

STANDARDS

MONDEAUX

RECREATION SITE

RESTORATION AND

REHABILITATION

USDA FOREST

SERVICE

W7969 PARK RD,

WESTBORO, WI

54490

U28-17435

JDMA

UPEA

Issue DateProject Status

65% REVIEW 12-7-2018

95% REVIEW 4-19-2019

REVISED 95% REVIEW 5-9-2019

FINAL 5-17-2019

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O/O OUT TO OUT

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

OSB OREIENTED STRAND BOARD

OZ OUNCE

PC PRECAST

PL PLATE

PLAM PLASTIC LAMINATE

PNL PANEL

PNT PAINT

PR PAIR

PREFIN PREFINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PWD PLYWOOD

QT QUARRY TILE

QTY QUANTITY

R RADIUS

RC RESILIENT CHANNEL

RD ROOF DRAIN

REF REFRIDGERATOR

REINF REINFORCE

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

S SOUTH

S & V STAIN & VARNISH

SAN SANITARY

SCHED SCHEDULE

SF SQUARE FOOT/FEET

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYS SYSTEM

TEL TELEPHONE

TEMP TEMPERATURE

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V VENT

VB VAPOR BARRIER

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W/W WALL TO WALL

W_x_ WIDE FLANGE SECTION

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WWF WELDED WIRE FABRIC

CENTERLINE

# NUMBER

& AND

/ PER

@ AT

L ANGLE

x BY (E.G., 2x4)

± PLUS OR MINUS

Ø DIAMETER

A/C AIR CONDITIONING

AB ANCHOR BOLT

AC ACOUSTIC/ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT/ARCHITECTURAL

BBR BASEBOARD RADIATION

BD BOARD

BDRY BOUNDARY

BF BARRIER FREE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

C/C CENTER TO CENTER

CA COMPRESSED AIR

CB CATCH BASIN

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CLT CLOSET

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CW COLD WATER

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DR DOOR

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

EP EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP EXPANSION

EXT EXTERIOR

EXTG EXISTING

FA FIRE ALARM

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FIN FINISHED

FLR FLOOR

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GT GROUT

GWB GYPSUM WALL BOARD

HB HOSE BIBB

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HPDL HIGH PRESSURE DECORATIVE LAMINATE

HTR HEATER

HVAC HEATING / VENTILATION / AIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH/INCHES

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JC JANITOR CLOSET

JST JOIST

JT JOINT

KD KNOCKDOWN

KOP KNOCKOUT PANEL

KP KICKPLATE

LAM LAMINATE

LAV LAVATORY

LB POUND

LEV LEVEL

LF LINEAR FOOT/FEET

LL LIVE LOAD

LT LIGHT

LTG LIGHTING

PLUMBING PIPING MECHANICAL PIPING

DUCTWORK

HWR

HWS

SAN

HWC

SAN

EA24x14

HWC

OA24x14

RA24x14

SA24x14

S D

SA24x14

RA24x14

HWR

HWS

SAN

HWC

HYDRONIC HOT WATER SUPPLY - NEW

HYDRONIC HOT WATER SUPPLY - EXISTING

HYDRONIC HOT WATER SUPPLY - DEMO

HYDRONIC HOT WATER RETURN - NEW

HYDRONIC HOT WATER RETURN - EXISTING

HYDRONIC HOT WATER RETURN - DEMO

GAS - NEW

GAS - EXISTING

GAS - DEMO

DOMESTIC COLD WATER - EXISTING

DOMESTIC COLD WATER - DEMO

DOMESTIC COLD WATER - NEW

DOMESTIC HOT WATER - EXISTING

DOMESTIC HOT WATER - DEMO

DOMESTIC HOT WATER - NEW

DOMESTIC HOT WATER RECIRC - EXISTING

DOMESTIC HOT WATER RECIRC DEMO

DOMESTIC HOT WATER RECIRC - NEW

SANITARY - EXISTING

SANITARY - DEMO

SANITARY

VENT - EXISTING

VENT - DEMO

VENT - NEW

STORM - EXISTING

STORM - DEMO

STORM - NEW

CONDENSATE - EXISTING

CONDENSATE - DEMO

CONDENSATE - NEW

FIRE PROTECTION - EXISTING

FIRE PROTECTION - DEMO

FIRE PROTECTION - NEW

ABBREVIATIONS

PIPING "T"

HUMIDIFIER

PIPING 90

STRAINER

SYMBOL LEGEND

CAP

NOTES

REDUCED PRESSURE

PRINCIPLE BACK

FLOW PREVENTER

INLINE PUMP

BALANCE VALVE

PRESSURE RELIEF VALVE

3-WAY CONTROL VALVE

2-WAY CONTROL VALVE

GLOBE VALVE

GATE VALVE

CHECK VALVE

CIRCUIT SETTER

BUTTERFLY VALVE

BALL VALVE

EXHAUST AIR DUCT DOWN

EXHAUST AIR DUCT UP

RETURN AIR DUCT DOWN

RETURN AIR DUCT UP

SUPPLY AIR DUCT DOWN

SUPPLY AIR DUCT UP

PRESSURE SENSOR

HUMIDITY SENSOR

TEMPERATURE SENSOR

AIR FLOW

HUMIDISTAT - 48" A.F.F.

THERMOSTAT - 48" A.F.F.

DUCT SMOKE DETECTOR

MOTORIZED DAMPER

FIRE / SMOKE DAMPER

(RATING DETERMINED BY WALL TYPE)

VOLUME CONTROL DAMPER

SQUARE TO ROUND TRANSITION

RETURN OR EXHAUST REGISTER

SUPPLY REGISTER

RELIEF AIR HOOD - ROOF

FRESH AIR INTAKE HOOD - ROOF

EXHAUST FAN - ROOF

RETURN OR EXHAUST AIR GRILLE

LINEAR DIFFUSER

SUPPLY AIR DIFFUSER PIPE BREAK

PIPE DOWN

PIPE UP

CLEAN OUT

GAS METER

UNION

HOSE BIBB

ELECTRIC BELL

SIAMESE CONNECTION

BARE FIN TUBE ELEMENT

FIN TUBE ELEMENT WITH COVER

EXTERNALLY INSULATED DUCTWORK

INTERNALLY LINED DUCTWORK

SUPPLY AIR DUCT - EXISTING

SUPPLY AIR DUCT - DEMO

SUPPLY AIR DUCT - NEW

RETURN AIR DUCT - EXISTING

RETURN AIR DUCT - DEMO

RETURN AIR DUCT - NEW

OUTSIDE AIR DUCT - EXISTING

OUTSIDE AIR DUCT - DEMO

OUTSIDE AIR DUCT - NEW

EXHAUST AIR DUCT - EXISTING

EXHAUST AIR DUCT - DEMO

EXHAUST AIR DUCT - NEW

GAS VALVE OR PLUG VALVE

METER

CONNECTION TO EXISTING

ACCU AIR COOLED CONDENSING

UNIT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AI ANALOG INPUT

AO ANALOG OUTPUT

APD AIR PRESSURE DROP

AS AIR SEPERATOR

B BOILER

BB BASEBOARD

BC BOOSTER COIL

BDD BACKDRAFT DAMPER

BFG BELOW FINISHED GRADE

BFP BACKFLOW PREVENTER

BHP BRAKE HORSE POWER

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BT BATH TUB

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

C CONVECTOR

CA COMPRESSED AIR

CB CATCH BASIN

CC COOLING COIL

CCF 100 CUBIC FEET

CD CEILING DIFFUSER

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFP CLEAN OUT FERRULE AND PLUG

CH CHILLER

CI CAST IRON

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CO CLEAN OUT

CO CARBON MONOXIDE

COND CONDENSATE

CO2 CARBON DIOXIDE

CT COOLING TOWER

CU CONDENSING UNIT

CU FT CUBIC FOOT

CUH CABINET UNIT HEATER

CW COLD WATER

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D DIFFUSER

DB DRY BULB

DEG F DEGREE FAHRENHEIT

DF DRINKING FOUNTAIN

DI DIGITAL INPUT

DIA DIAMETER

DN DOWN

DO DIGITAL OUTPUT

DWV DRAIN, WASTE AND VENT

EA EACH

EAT ENTERING AIR TEMPERATURE

EC ELECTRICAL CONTRACTOR

EF EXHAUST FAN

EG EXHAUST AIR GRILLE

ELEV ELEVATION

ER EXHAUST AIR REGISTER

EUH ELECTRIC UNIT HEATER

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EWT ENTERING WATER

TEMPERATURE

EX EXISTING

EXH EXHAUST

F FURNACE

FAI FRESH AIR INTAKE

FBO FURNISHED BY OTHERS

FC FAN COIL

FD FLOOR DRAIN

FD FIRE DAMPER

FIN FIN TUBE RADIATION

FLG FLANGE

FP FIRE PROTECTION

FPM FEET PER MINUTE

FT FOOT OR FEET

F&T FLOAT AND THERMOSTATIC TRAP

G GAS (NATURAL)

GAL GALLON

GC GENERAL CONTRACTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GT GREASE TRAP

H HYDROGEN

HB HOSE BIBB

HC HEATING COIL

HCO HORIZONTAL CLEANOUT

HP HORSE POWER

HTR HEATER

HVAC HEATING, VENTILATING & AIR COND

HW HOT WATER

HWC HOT WATER RECIRCULATING

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HX HEAT EXCHANGER

IE INVERT ELEVATION

IF INLINE FAN

IN INCH OR INCHES

IP IRON PIPE

INV INVERT

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

JC JANITOR'S CLOSET

JS JANITOR'S SINK

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LBS POUNDS

LHWR LOW TEMPERATURE HOT WATER

RETURN

LHWS LOW TEMPERATURE HOT WATER

SUPPLY

LIQ LIQUID (REFRIGERATION)

LV LOUVER

LP PROPANE GAS (LIQUID)

LWT LEAVING WATER TEMPERATURE

M METER

MAU MAKE-UP AIR HANDLING UNIT

MAX MAXIMUM

MB MOP BASIN

MBH BRITISH THERMAL UNITS (1000)

MBTUH BRITISH THERMAL UNITS (1000)

MC MECHANICAL CONTRACTOR

MCA MINIMUM CIRCUIT AMPACITY

MD MOTORIZED DAMPER

MECH MECHANICAL

MIN MINIMUM

MOCP MAXIMUM OVER CURRENT

PROTECTION

OA OUTDOOR AIR

OAI OUTDOOR AIR INTAKE

OC ON CENTER

OD OVERFLOW DRAIN

ODP OPEN DRIP PROOF

OXY OXYGEN

P PUMP

PC PLUMBING CONTRACTOR

PD PNEUMATIC OPERATED DAMPER

PIV POST INDICATING VALVE

PRV PRESSURE REDUCING VALVE

PT PRESSURE TEMPERATURE PLUG

PTAC PACKAGED TERMINAL AIR COND. UNIT

PVAC PROCESS VACUUM

S SINK

SA SUPPLY AIR

SAD SUPPLY AIR DIFFUSER

SAF SUPPLY AIR FAN

SAN SANITARY SEWER

SD SMOKE DETECTOR

SG SUPPLY AIR GRILLE

SH SHOWER HEAD

SHC STEAM HEATING COIL

SR SUPPLY REGISTER

SS STAINLESS STEEL

ST STORM

STM STEAM

SUCT SUCTION (REFRIGERATION)

TCC TEMPERATURE CONTROL CONTRACTOR

TCD TEMPERATURE CONTROL DAMPER

TCP TEMPERATURE CONTROL PANEL

TD TRANSFER DUCT

TG TRANSFER AIR GRILLE

TT THERMOSTATIC TRAP

TYP TYPICAL

UG UNDERGROUND

UH UNIT HEATER

UV UNIT VENTILATOR

V VENT

VAC VACUUM

VAV VARIABLE AIR VOLUME BOX

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

VS VENT STACK (SANITARY)

VTR VENT THRU ROOF (SANITARY)

VUV VERTICAL UNIT VENTILATOR

W WASTE

WB WET BULB

WC WATER CLOSET

W/O WITHOUT

WH WATER HEATER

WSHP WATER SOURCE HEAT PUMP

NOTE:

NOT ALL ABBREVIATIONS AND/OR SYMBOLS ARE

USED IN THIS SET OF DOCUMENTS.

N2O NITROUS OXIDE

NC NORMALLY CLOSED

NIC NOT INCLUDED OR NOT IN CONTRACT

NIT NITROGEN

NO NORMALLY OPEN

KW KILOWATT

R REGISTER

RA RETURN AIR

RD ROOF DRAIN

RET RETURN

RF RETURN FAN

RG RETURN AIR GRILLE

RPZ REDUCED PRESSURE ZONE BACKFLOW

PREVENTER

RR RETURN REGISTER

RTU ROOF TOP UNIT

MECHANCIAL/PLUMBING AND FIRE PROTECTION GENERAL NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIALS AND OPERATIONS AND

PERFORM ALL LABOR REQUIRED FOR INSTALLATIONS AS INDICATED THE DRAWINGS, IN THE

SPECIFICATIONS AND AS REQUIRED BY LOCAL, STATE AND FEDERAL CODES, AND AS MAY BE

REASONABLY IMPLIED TO ACCOMPLISH COMPLETE MECHANICAL SYSTEMS.

2. ALL CLOSE ELECTRICAL DISCONNECTS REQUIRED PER NEC CODE SHALL BE FURNISHED AND

INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE.

3. CONTRACTOR SHALL PROVIDE PRODUCTS AS SPECIFIED ON THE DRAWINGS AND

SPECIFICATIONS, HOWEVER, WHERE THE WORDS "EQUAL TO" ARE USED, ADDITIONAL PRODUCTS

MAY BE SUBMITTED AS PROPOSED SUBSTITUTIONS, BUT REQUIRE APPROVAL FROM

ARCHITECT/ENGINEER.

4. DESIGN DRAWINGS SHOW GENERAL ARRANGEMENT AND EXTENT OF WORK. THE DRAWINGS

ARE DIAGRAMMATIC AND MAY NOT NECESSARILY BE DRAWN TO SCALE FOR PURPOSE OF CLARITY AND LEGIBILITY. IT IS INTENDED THAT ALL ITEMS BE LOCATED SYMMETRICALLY WITH ARCHITECTURAL

ELEMENTS WHERE FEASIBLE AND BE INSTALLED TO AVOID OBSTRUCTIONS AND PRESERVE

HEADROOM. CONTRACTOR SHALL REVIEW PLANS OF OTHER TRADES WITH HIS OWN WORK TO AVOID CONFLICTS AND INTERFERENCES. CONTRACTOR MUST MAKE USE OF ALL SOURCES OF INFORMATION

INCLUDING DRAWINGS OF EQUIPMENT FURNISHED BY OTHERS. FAILURE TO REVIEW WORKING

SPACES OR CHECK DIMENSIONS IN QUESTION SHALL NOT WARRANT CONFLICTS. DRAWINGS AND

SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY.

5. MOTORS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AS REQUIRED BY THE

EQUIPMENT FURNISHED BY THE MECHANICAL CONTRACTOR. MOTORS TO BE SUITABLE FOR LOAD, DUTY, VOLTAGE, FREQUENCY, HAZARD, SERVICE AND LOCATION INTENDED. SINGLE PHASE MOTORS MUST HAVE INTEGRAL THERMAL OVERLOAD PROTECTION IN ADDITION TO THAT PROVIDED IN MOTOR

CONTROLLERS. MOTORS TO CONFORM IN DESIGN AND PERFORMANCE TO THE MOTOR STANDARDS

OF NEMA. MOTORS RATED FOR CONTINUOUS DUTY UNDER FULL LOAD WITH A MAXIMUM

TEMPERATURE RISE OF 105 DEG F FOR OPEN, 125 DEG F FOR DRIP PROOF AND 130 DEG F FOR

EXPLOSION PROOF AND TOTALLY ENCLOSED TYPES. SUPPLY MOTORS WITH BELT DRIVES WITH

ADJUSTABLE BASES, REMOVABLE BELT GUARDS AND VARIABLE PITCH DRIVE PULLEY SELECTED SO THAT MIDPOINT OF VARIABLE RANGE OF PULLEY WILL DRIVE EQUIPMENT AT RATED SPEED. MOTORS

1 HP AND LARGER SHALL BE THREE PHASE (UNLESS OTHERWISE LISTED).

6. MOTOR CONTROLLERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR FOR

MOTORS FURNISHED BY THE MECHANICAL CONTRACTOR. MOTOR CONTROLLERS SHALL BE OF SIZES AND TYPES AS NEEDED TO MEET THE OPERATIONAL CONDITIONS AS REQUIRED BY THE SEQUENCE OF OPERATION. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL THE POWER CIRCUIT, LOCAL

DISCONNECT AND CONNECTION TO MOTOR TERMINALS. MECHANICAL CONTRACTOR TO MOUNT

MOTOR CONTROLLERS AND CONTROL COMPONENTS AND WIRE AND MAKE ALL FINAL CONTROL

CONNECTIONS BETWEEN DEVICES.

7. THE DRAWINGS INDICATE KNOWN UTILITY AND DRAINAGE LINES IN ACCORDANCE WITH THE

INFORMATION FURNISHED TO THE ENGINEER. RESPONSIBILITY FOR LOCATING, UNCOVERING,

DISPOSING OR MAINTAINING ALL EXISTING UTILITY LINES TO REST SOLELY WITH THE CONTRACTOR.

VERIFY LOCATIONS AND DEPTHS OF SERVICE CONNECTION POINTS BEFORE PROCEEDING WITH

CONSTRUCTION.

8. CONTRACTOR SHALL CHECK EXISTING PREMISES BEFORE SUBMISSION OF BIDS TO CHECK

ALL CONDITIONS WHICH MAY EFFECT THE PERFORMANCE OF THE WORK INVOLVED. NO

ALLOWANCES OR EXTRA PAYMENT WILL BE MADE DUE TO CONTRACTOR'S FAILURE TO EXAMINE SITE

AND FULLY DISCERN WORKING CONDITIONS.

9. MECHANICAL CONTRACTOR SHALL RECEIVE, PROPERLY HOUSE, HANDLE, HOIST, AND

DELIVER TO PROPER LOCATION EQUIPMENT AND OTHER MATERIALS REQUIRED FOR…

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